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CONCRETE ANCHOR INSTALLATION INSTRUCTIONS <br /> 210 PDH CONCRETE ANCHOR THDHLS CONCRETE ANCHOR <br /> NOT TO SCALE I 4 (MN) <br /> Q ANCHOR <br /> DOUBLE HEAD SLAB ANCHOR DOUBLE HEAD <br /> 2-#4R--xs6'L TENSION DEVICE <br /> I 4'(MIN) <br /> MINIMUM HORIZONTAL C MMA-18 <br /> STRAP ANGLE OF 15° MM _1 / I I <br /> ___ A <br /> • <br /> 3000#CONCRETE r a "y°- °° + ° <br /> • <br /> I 5/8"SHIELD MINIMUM <br /> W/1/2"x 3-1/2"BOLT <br /> KOFIX BRAND OR EQUIV. 3000#FIBER MESH <br /> NOTES: CONCRETE <br /> 1. MINIMUM ANCHOR EMBEDMENT=6" 1.MAXIMUM VERTICAL LOAD PER ANCHOR=4725Ib <br /> 2. MAXIMUM VERTICAL LOAD PER ANCHOR=4725 lb. 6"(MIN) 3,150 lbs.WORKING LOAD. <br /> 3,150 lb.WORKING LOAD 2.MINIMUM SLAB AREA PER BOLT , <br /> 3. MINIMUM SLAB PER ANCHOR: 4"SLAB=95 S.F. <br /> 1 4"SLAB=95 S.F. <br /> 6"SLAB=65 S.F. 6"SLAB=65 S.F. <br /> 8"SLAB=48 S.F. 8'SLAB=48 S.F. <br /> 4. MARK:MMA-14 3.MARK:MMA 18 <br /> INSTALLATION NOTE <br /> 1.DRILL 21/32"DIAM.HOLE 4"FROM EDGE OF SLAB <br /> AND INSERT SHIELD <br /> A\N CAf 0 2.PLACE TENSION HEAD ON SLAB AND <br /> _ 0. ,.TM�?iq NSTALL'/z DIAM.SHIELD BOLT <br /> I `�—� <br /> ,;4 467 < =, <br /> It- ' <br /> 0�i ciN • �, 210 JDH CONCRETE ANCHOR <br /> CA-M. HUO <br /> NOTE: <br /> Your set must be designed by a DOUBLE HEAD SLAB ANCHOR 210JDH <br /> Registered Professional Engineer if <br /> MMA-42 <br /> the location is within 1500 feet of 5/8"ROD \ ❑ ❑ <br /> the coastline. ° a ° <br /> The allowable working load on ° ° °° ° a �o ° <br /> concrete anchor models 210 PDH, ° 2-4#BARS x36"L <br /> THDHLS, and 210 JDH is 3,150 ° ° °a ° <br /> pounds vertical for single or double ° , ° ° 0 4 ° ° <br /> 4e <br /> ties in 3,000 PSI concrete. There ` ° 4 4 <br /> ° <br /> must be a minimum 4" of distance 8° a .1 ° <br /> 3000#CONCRETE ° <br /> °a <br /> from the edge of the concrete to USE OPTIONAL CLIP TO SUPPORT ANCHOR ° ° � ° <br /> the center of the anchor shaft. AROUND RE-BAR WHILE POURING ° ;,N, <br /> O ° <br /> 1/8"PLATE <br /> 6'IIIM <br /> 1. MINIMUM ANCHOR EMBEDMENT=6" <br /> 2. MAXIMUM LOAD PER ANCHOR=4725 lb. <br /> 3. MINIMUM SLAB PER ANCHOR: <br /> 4"SLAB = 95 S.F. <br /> 6"SLAB = 65 S.F. <br /> 8"SLAB= 48 S.F. <br /> Revised 3-14-07 9. 4. MARK:MMA42 <br /> _Ji <br />